U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
REPORT
ON
COUNCIL GROVE RESERVOIR
MORRIS COUNTY
KANSAS
EPA REGION VII
WORKING PAPER No, 5.12
CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
and
ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440
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REPORT
ON
COUNCIL GROVE RESERVOIR
MORRIS COUNTY
KANSAS
EPA REGION VII
WORKING PAPER No, 5!2
WITH THE COOPERATION OF THE
KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT
AND THE
KANSAS NATIONAL GUARD
APRIL, 1977
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CONTENTS
Page
Foreword ii
List of Kansas Study Reservoirs iv
Lake and Drainage Area Map v
Sections
I. Conclusions 1
II. Lake and Drainage Basin Characteristics 3
III. Lake Water Quality Summary 4
IV. Nutrient Loadings 9
V. Literature Reviewed 14
VI. Appendices 15
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11
FOREWORD
The National Eutrophication Survey was initiated in 1972 in
-response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to freshwater lakes and
reservoirs.
OBJECTIVES
The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources, concentrations,
and impact on selected freshwater lakes as a basis for formulating
comprehensive and coordinated national, regional, and state management
practices relating to point-source discharge reduction and non-point
^source pollution abatement in lake watersheds.
^ANALYTIC APPROACH
The mathematical and statistical procedures selected for the
Survey's eutrophication analysis are based on related concepts that:
a. A generalized representation or model relating
sources, concentrations, and impacts can be constructed.
b. By applying measurements of relevant parameters
associated with lake degradation, the generalized model
can be transformed into an operational representation of
a lake, its drainage basin, and related nutrients.
c. With such a transformation, an assessment of the
potential for eutrophication control can be made.
LAKE ANALYSIS
In this report, the first stage of evaluation of lake and water-
shed data collected from the study lake and its drainage basin is
documented. The report is formatted to provide state environmental
agencies with specific information for basin planning [§303(e)]s water
quality criteria/standards review [§303(c)], clean lakes [§314(a,b)],
and water quality monitoring.[§106 and §305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.
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Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
freshvyater lakes. Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by EPA
and to au.qment plans implementation by the states.
ACKNOWLEDGMENT
The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Kansas State Department of
Health and Environment for professional involvement, to the Kansas
National Guard for conducting the tributary sampling phase of
the Survey, and to those Kansas wastewater treatment plant opera-
tors .who voluntarily provided effluent samples and flow data.
The staff of the Kansas Division of Environmental Health pro-
vided invaluable lake documentation and counsel during the Survey,
reviewed the preliminary reports, and provided critiques most use-
ful in the preparation of this Working Paper series.
Major General Edward R. Fry, the Adjutant General of Kansas,
and Project Officer Colonel Albin L. Lundquist, who directed the
volunteer efforts of the Kansas National Guardsmen, are also grate-
fully acknowledged for their assistance to the Survey.
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IV
NATIONAL EUTROPHICATION SURVEY
STUDY RESERVOIRS
STATE OF KANSAS
NAME COUNTY
Cedar Bluff Trego
Council Grove Morris
Elk City Montgomery
Fall River Greenwood
John Redmond Coffey, Lyon
Kanopolis Ellsworth
Marion Marion
Melvern Osage
Mil ford Clay, Geary
Norton Norton
Perry Jefferson
Pomona Osage
Toronto Greenwood, Woodson
Tuttle Creek Marshall, Potta-
watomie, Riley
Wilson Russell
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Kan.
— 38°so' MaP Location
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COUNCIL
GROVE
RESERVOIR
Council/
Grove-
Lake
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s
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D1
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,dam
'^outlet
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^
COUNCIL GROVE
RESERVOIR
(g) Tributary Sampling Sites
X Lake Sampling Site
f| Sewage Treatment Facility
O Drainage Area Boundary
B Land Subject to Inundation
Scale
5 Mi.
,^:
96°40'
96°30'
9620
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COUNCIL GROVE RESERVOIR
STORE! NO. 2002
CONCLUSIONS
A. Trophic Condition:
Survey data indicate Council Grove Reservoir is potentially
eutrophic. However, the reservoir becomes quite turbid during
periods of runoff, and primary productivity is intermittently
light-limited (Kring, 1977).
This water body ranked twelfth in overall trophic quality
when the 15 Kansas reservoirs sampled in 1974 were compared
using a combination of six lake parameters*. Ten of the reser-
voirs had less median total phosphorus, median dissolved phos-
phorus, and median inorganic nitrogen, eight had less mean
chlorophyll a_, and nine had greater mean Secchi disc transparency.
Survey limnologists did not observe algal concentrations or
aquatic macrophytes but noted that the Neosho River arm of the
reservoir was quite turbid in April.
B. Rate-Limiting Nutrient:
The algal assay results indicate Council Grove Reservoir was
phosphorus limited at the time the samples were taken (04/11/74
and 10/02/74). The reservoir data also indicate phosphorus limi-
tation at those times. However, because of turbidity, the reser-
voir is intermittently light-limited rather than nutrient-
limited.
* See Appendix A.
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C. Nutrient Controllability:
1. Point sources—The only known point source, White City,
contributed an estimated 2.1% of the total phosphorus load
reaching Council Grove Reservoir during the sampling year.
The present phosphorus loading of 2.07 g/m2/yr is four times
that proposed by Vollenweider (Vollenweider and Dillon, 1974) as
a eutrophic loading (see page 13). On the basis of Survey data,
it does not seem likely that control of phosphorus at the White
City wastewater treatment plant would result in any significant
improvement in the trophic condition of the reservoir.
2. Non-point sources—Non-point sources contributed 97.9% of
the total phosphorus load to the reservoir during the sampling year.
The Neosho River added 42.4% of the total; Short Creek, 3.9%; Gil-
more Creek, 0.7%; and the ungaged tributaries contributed an esti-
mated 50.1%.
The phosphorus export rates of the Neosho River, Short Creek,
and Gilmore Creek were 60, 41, and 6 kg/km2/yr, respectively (see
page 12). The Neosho River and Short Creek rates were substantially
higher than the rates of three tributaries of nearby Mil ford Reser-
voir* (6, 26, and 30 kg/km2/yr).
* .Working Paper No. 519.
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II. RESERVOIR AND DRAINAGE BASIN CHARACTERISTICS1"
A. Morphometry :
1. Surface area: 13.27 kilometers2.
2. Mean depth: 3.9 meters.
3. Maximum depth: 12.8 meters.
4. Volume: 51.753 x 106 m3.
5. Mean hydraulic retention time: 218 days (based on outflow).
B. Tributary and Outlet:
(See Appendix C for flow data)
1. Tributaries -
Drainage Mean flow
Name area (km2)* (m3/sec)*
Neosho River 192.7 0.900
Short Creek 26.2 0.129
Gilmore Creek 29.8 0.145
Minor tributaries &
immediate drainage - 385.5 2.050
Totals 634.2 3.224
\
2. Outlet -
Neosho River 647.5** 2.750
C. Precipitation***:
1. Year of sampling: 82.3 centimeters.
2. Mean annual: 87.2 centimeters.
t Table of metric conversions—Appendix B.
tt Stoltenberg, 1975.
* For limits of accuracy, see Working Paper No. 175, "...Survey Methods,
1973-1976".
** Includes area of reservoir.
*** See Working Paper No. 175.
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III. WATER QUALITY SUMMARY
Council Grove Reservoir was sampled three times during the open-
water season of 1974 by means of a pontoon-equipped Huey helicopter.
Each time, samples for physical and chemical parameters were collected
from a number of depths at three stations on the reservoir (see map,
page v). During each visit, a single depth-integrated (4.6 m or near
bottom to surface) sample was composited from the stations for phyto-
plankton identification and enumeration; and during the first and last
visits, a single 18.9-liter depth-integrated sample was composited for
algal assays. Also each time, a depth-integrated sample was collected
from each of the stations for chlorophyll ^analysis. The maximum
depths sampled were 12.2 meters at station 1, 3.0 meters at station 2,
and 4.6 meters at station 3.
The sampling results are presented in full in Appendix D and are
summarized in the following table (the June nutrient samples were not
properly preserved and were not analyzed).
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PARAMETER
TEMP (C)
OISS OXY (MG/L)
CNDCTVY (MCROMO)
PH (STAND UNITS)
TOT ALK (MG/L)
TOT P (MG/L)
ORTHO P (MG/L)
N02»N03 (MG/L)
AMMONIA (MG/L)
KJEL N (MG/L)
INORG N (MG/L)
TOTAL N (MG/L)
CHLRPYL A (UG/L)
SECCHI (METERS)
A. SUMMARY OF PHYSICAL AND
1ST SAMPLING ( 4/11/74)
3 SITES
RANGE MEAN MEDIAN
10.6 - 11.8 11.0 10.8
9.6 - 10.0 9.9 10.0
257. - 278. 264. 260.
8.1 - 8.3 8.2 8.2
150. - 170. 156. 153.
0.073 - 0.212 0.105 0.086
0.030 - 0.038 0.032 0.031
0.960 - 1.160 1.094 1.130
0.070 - 0.090 0.083 0.080
0.500 - 1.100 0.711 0.600
CHEMICAL CHARACTERISTICS
STO*ET COOt 2002
COUNCIL GROVE
1.040 - 1.250 1.178 1.200
1.640 - 2.110
11.6 - 13.9
0.3 - 0.5
1.806 1.760
12.7 12.7
0.4 0.4
2ND SAMPLING ( 6/25/74)
3 SITES
RANGE
22.7 - 24.6
4.6 - 7.0
282. - 300.
7.8 - 8.3
MEAN MEDIAN
23.6 23.5
6.2 6.4
292. 290.
8.1 8.1
oooooo -oooooooooooooooooooooo
oooooo _aoooooooooooo«oooooooo
oooooo ..oooooooooooooooooooooo
oooooo -oooooooooooooooooooooo
OOOOOO -0000000000000000000000
eooooo -oooooooooooooooooooooo
OOOOOO .0000000000000000000000
OOOOOO -OOOOOOOOOOOOOOOOOOOOOO
1.5 - 3.1 2.1 1.6
0.3 - 0.3 0.3 0.3
3RD SAMPLING (10/ 2/74)
3 SITES
RANGE
15.0 - 15.9
8.0 - 9.0
277. - 283.
8.2 - 8.4
155. - 159.
0.027 - 0.065
0.015 - 0.026
0.530 - 0.580
0.020 - 0.040
0.200 - 0.300
0.550 - 0.620
0.730 - 0.850
8.6 - 20.0
0.3 - 0.5
MEAN
15.6
8.S
281.
8.3
156.
0.037
0.022
0.554
0.027
0.233
0.581
0.788
14.6
0.4
MEDIAN
15.7
8.6
282.
8.2
156.
0.035
0.023
0.550
0.030
0.200
0.580
0.780
15.1
0.5
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B. Biological characteristics:
1. Phytoplankton -
Sampling
Date
04/11/74
06/25/74
10/02/74
Dominant
Genera
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
Ankistrodesmus sp.
Chroomonas sp.
Stephanodiscus sp.
Melosira sp.
Cryptomonas sp.
Other genera
Total
Chroomonas sp.
Melosira sp.
Stephanodiscus sp.
Closterium sp.
Skeletonema sp.
Other genera
Total
Cyclotella sp.
Chroomonas sp.
Stephanodiscus sp.
Ankistrodesmus sp.
Cryptomonas s£.
Other genera
Algal Units
per ml
1,140
1,020
900
330
270
331
3,991
527
176
70
35
35
36
879
1,583
762
293
59
59
59
Total
2,815
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2. Chlorophyll a -
Sampling
Date
04/11/74
06/25/74
10/02/74
Station
Number
1
2
3
1
2
3
1
2
3
Chlorophyll a
C. Limiting Nutrient Study:
1. Autoclaved, filtered, and nutrient spiked -
a. April sample -
Spike (mg/1)
Control
0.050 P
0.050 P + 1.0 N
1.0 N
Ortho P
Cone, (mg/1)
0.020
0.070
0.070
0.020
b. October sample -
Spike (mg/1)
Control
0.050 P
0.050 P + 1.0 N
1.0 N
Ortho P
Cone, (mg/1)
0.030
0.080
0.080
0.030
Inorganic N
Cone, (mg/1)
0.865
0.865
1.865
1.865
Inorganic N
Cone, (mg/1)
0.575
0.575
1.575
1.575
11.6
13.9
12.7
1.6
3.1
1.5
8.6
20.0
15.1
Maximum yield
(mg/1-dry wt.)
6.1
17.3
25.3
5.5
Maximum yield
(mg/1-dry wt.)
9.6
16.9
17.7
10.9
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8
2. Discussion -
The control yields of the assay alga, Selenastrum capri-
cornutum, indicate that the potential primary productivity
of Council Grove Reservoir was high at the times the assay
samples were collected (04/11/74 and 10/02/74). In both
assays, an increase in yield occurred when phosphorus was
added alone, but no significant increase occurred when only
nitrogen was added. These results indicate the reservoir was
phosphorus limited at the times the samples were taken.
The reservoir data also indicate phosphorus limitation.
The mean inorganic nitrogen to orthophosphorus ratios were
37 to 1 in April and 26 to 1 in October, and phosphorus limi-
tation would be expected. However, the reservoir is inter-
mittently light-limited rather than nutrient-limited (Kring,
1977).
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IV. NUTRIENT LOADINGS
(See Appendix E for data)
For the determination of nutrient loadings, the Kansas National
Guard collected monthly near-surface grab samples from each of the
tributary sites indicated on the map (page v), except for the high
runoff months of May and July when two or three samples were col-
lected. Sampling was begun in October, 1974, and was completed in
September, 1975.
Through an interagency agreement, stream flow estimates for the
year of sampling and a "normalized" or average year were provided by
the Kansas District Office of the U.S. Geological Survey for the
tributary sites nearest the reservoir.
In this report, nutrient loads for sampled tributaries were
determined by using a modification of a U.S. Geological Survey computer
program for calculating stream loadings*. Nutrient loads shown are
those measured minus point-source loads, if any.
Nutrient loads for unsampled "minor tributaries and immediate
drainage" ("II" of U.S.G.S.) were estimated using the means of the
nutrient loads, in kg/km2/year, at stations A-2, C-l, and E-l and multi-
plying the means by the II area in km2.
The operator of the White City wastewater treatment plant provided
monthly effluent samples but could not provide flow data. Therefore,
nutrient loads were estimated at 1.134 P and 3.401 N/capita/year, and
flows were estimated at 0.3785 m3/capita/day.
See Working Paper No. 175.
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10
A. Waste Sources:
1. Known municipal* -
Pop. Mean Flow Receiving
Name Served Treatment (m3/d) Water
White City 517 tr. filter 195.7 Dry Creek
+ pond
2, Known industrial - None
Treatment plant questionnaire.
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11
B. Annual Total Phosphorus Loading - Average Year:
1. Inputs -
kg P/ % of
Source yr total
a. Tributaries (non-point load) -
Neosho River 11,650 42.4
Short Creek 1,065 3.9
Gilmore Creek 180 0.7
b. Minor tributaries & immediate
drainage (non-point load) - 13,760 50.1
c. Known municipal STP's -
White City 585 2.1
d. Septic tanks - Unknown ?
e. Known industrial - None
f. Direct precipitation* - 230 0.8
Total 27,470 100.0
2. Outputs -
Reservoir outlet - Neosho River 9,010
3. Net annual P accumulation - 18,460 kg.
* See Working Paper No. 175.
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12
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs -
kg N/ % of
Source yr total
a. Tributaries (non-point load) -
Neosho River 134,250 29.8
Short Creek 23,010 5.1
Gilmore Creek 14,190 3.1
b. Minor tributaries & immediate
drainage (non-point load) - 263,565 58.4
c. Known municipal STP's -
White City 1,760 0.4
d. Septic tanks - Unknown ?
e. Known industrial - None
f. Direct precipitation* - 14.325 3.2
Total 451,100 100.0
2. Outputs -
Reservoir outlet - Neosho River 165,745
3. Net annual N accumulation - 285,355 kg.
D. Non-point Nutrient Export by Subdrainage Area:
Tributary kg P/km2/yr kg N/km2/yr
Neosho River 60 697
Short Creek ,41 878
Gilmore Creek 6 476
* See Working Paper No. 175.
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13
E. Mean Nutrient Concentrations in Ungaged Streams:
Mean Total P Mean Total N
Tributary \Conc. (mg/1) Cone, (mg/1)
Lairds Creek 0.146 2.654
Middle Creek 0.192 2.951
Haun Creek 0.086 2.520
W. Fk. Neosho River (G-l) 0.158 2.690
W. Fk. Neosho River (G-2) 0.167 2.788
F. Yearly Loads:
In the following table, the existing phosphorus loadings
are compared to those proposed by Vollenweider (Vollenweider
and Dillon, 1974). Essentially, his "dangerous" loading is
one at which the receiving water would become eutrophic or
remain eutrophic; his "permissible" loading is that which
would result in the receiving water remaining oligotrophic
or becoming oligotrophic if morphometry permitted. A meso-
trophic loading would be considered one between "dangerous"
and "permissible".
Note that Vollenweider's model may not be applicable to
water bodies with short hydraulic retention times.
Total Phosphorus Total Nitrogen
Total Accumulated Total Accumulated
grams/mVyr 2.07 1.39 34.0 21.5
Vollenweider phosphorus loadings
(g/m2/yr) based on mean depth and mean
hydraulic retention time of Council Grove Reservoir:
"Dangerous" (eutrophic loading) 0.50
"Permissible" (oligotrophic loading) 0.25
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14
V. LITERATURE REVIEWED
Kring, R. Lynn, 1977.
in reservoir). KS
Personal communication (primary productivity
Dept. of Health & Environment, Topeka.
Stoltenberg, Gerald A., 1975. Personal communication (reservoir
morphometry). KS Dept. of Health & Environment, Topeka.
Vollenweider, R. A., and P. J. Dillon, 1974. The application of
the phosphorus loading concept to eutrophication research.
Natl. Res. Council of Canada Pub!. No. 13690, Canada Centre
for Inland Waters, Burlington, Ontario.
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15
VI. APPENDICES
APPENDIX A
LAKE RANKINGS
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LAKE
LAKE
CODE
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
2015
DATA TO BE USED IN RANKINGS
'LAKE NAME
CEDAR BLUFF RESERVOIR
COUNCIL GROVE
ELK CITY
FALL RIVER RESERVOIR
JOHN REDMOND RESERVOIR
KANOPOLIS RESERVOIR
MARION RESERVOIR
MELVERN RESERVOIR
MILFORD RESERVOIR
NORTON RESERVOIR
PERRY RESERVOIR
POMONA RESERVOIR
TORONTO RESERVOIR
TUTTLE CREEK RESERVOIR
WILSON RESERVOIR
MEDIAN
TOTAL P
0.017
0.069
0.030
0.053
0.118
0.056
0.052
0.034
0.079
0.122
0.055
0.040
0.067
0.162
0.023
MEDIAN
•INORG N
0.055
0.830
0.590
0.470
1.250
0.640
0.430
0.265
0.710
0.110
0.970
1.240
0.425
0.970
0.265
500-
. MEAN SEC
431.667
485.889
490.400
488.667
492.667
487.000
483.667
459.111
466.333
476.750
478.571
481.333
488.500
470.667
445.222
MEAN
CHLORA
4.217
9.789
3.212
7.683
9.467
16.033
12.400
30.400
18.883
21.360
5.614
8.312
6.583
11.278
8.867
15-
MIN DO
10.800
10.400
14.000
9.200
8.200
10.200
9.000
14.400
12.800
8.000
13.400
13.000
13.000
13.600
13.400
MEDIAN
DISS 'ORTrlO P
0.004
0.028
0.003
0.016
0.066
0.011
0.010'
0.007
0.036
0.036
0.017
0.021
0.011
0.067
0.004
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LAKES RANKED BY INDEX NOS.
RANK LAKE CODE LAKE NAME INDEX NO
1 2001 CEDAR BLUFF RESERVOIR 539
2 2015 WILSON RESERVOIR 439
3 2007 MARION RESERVOIR 357
4 2003 ELK CITY 350
5 2004 FALL RIVER RESERVOIR 328
6 2008 MELVERN RESERVOIR 326
7 2013 TORONTO RESERVOIR 303
8 2010 NORTON RESERVOIR 292
9 2011 PERRY RESERVOIR 279
10 2006 KANOPOLIS RESERVOIR 271
11 2012 POMONA RESERVOIR 267
12 2002 COUNCIL GROVE 230
13 2009 MILFORD RESERVOIR 214
14 2005 JOHN REDMOND RESERVOIR 164
15 2014 TUTTLE CREEK RESERVOIR 139
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PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)
LAKE
CODE LAKE NAME
2001 CEDAR BLUFF RESERVOIR
2002 COUNCIL GROVE
2003 ELK CITY
2004 FALL RIVER RESERVOIR
2005 JOHN REDMOND RESERVOIR
2006 KANOPOLIS RESERVOIR
2007 MARION RESERVOIR
200R MELVERN RESERVOIR
2009 MILFORO RESERVOIR
2010 NORTON RESERVOIR
2011 PERRY RESERVOIR
2012 POMONA RESERVOIR
2013 TORONTO RESERVOIR
2014 TUTTLE CREEK RESERVOIR
2015 WILSON RESERVOIR
XED'IAN
TOTAL P
100 <
29 (
86 <
57 (
14 (
43 <
64 (
79 (
21 <
7 (
50 (
71 (
36 1
0 <
93 1
14)
! 4)
! 12)
: 8)
: 2)
: 6)
9)
11)
: 3)
: i)
: 7)
! 10)
I 5)
1 0)
I 13)
MEDI-AN
INORG N
100 1
29 1
50 <
57 1
0 (
43 (
64 (
82 <
36 (
93 (
18 <
7 (
71 I
18 <
82 l
; i4>
; 4)
: 7)
: 8)
I 0)
: 6)
[ 9)
: ID
1 5)
: 13)
: 2)
t i)
t 10)
t 2)
I 11)
SCO-
MEAN SEC
100 1
36 1
7 1
14 1
0 1
29 (
43 (
86 (
79 1
64 1
57 1
50 1
21 I
71 i
93 l
[ 14)
: 5)
: i)
; 2)
; o)
: 4)
[ 6)
: 12)
: ID
: 9)
: a)
t 7)
t 3)
t 10)
t 13)
M-EAN
CHLORA
93 (
43 (
100 (
71 (
50 (
21 (
29 (
0 (
14 (
7 (
86 (
64 <
79 (
36 (
57 (
13)
6)
14)
10)
7)
3)
4)
0)
2)
1)
12)
9)
11)
5)
8)
15-
MIN DO
57 1
64 <
7 1
79 1
93 1
71 1
86 1
0 (
50 1
100 1
25 i
39 1
39 I
14 i
25 i
: 8)
[ 9)
I 1)
[ 11)
1 13)
I 10)
I 12)
: o>
I 7)
: 14)
: 3)
I 5)
1 5)
I 2)
I 3)
MEDIAN
DISS ORTHO P
89 (
29 (
100 <
50 (
7 <
64 <
71 1
. 79 (
14 (
21 <
43 1
36 <
57 1
0 I
89 l
; 12)
; 4)
: 14)
; 7)
( i)
; 9)
: 10)
: ID
: 2>
! 3)
: 6>
: 5>
: 8)
I 0)
I 12)
INDEX
NO
539
230
350
328
164
271
357
326
214
292
279
: 267
303
139
439
-------
APPENDIX B
CONVERSION FACTORS
-------
CONVERSION FACTORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x 10"4 = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 = inches
«
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = Ibs/square mile
-------
APPENDIX C
TRIBUTARY FLOW DATA
-------
TRIBUTARY FLO.V INFORMATION FOR KANSAS
05/03/76
LA«.£ CODE 200? COUNCIL GROVE
tOTAL O-3 A IN AGE AREA OF LAKE(SQ KM)
2002A1
20G2A2
2C02C1
2002E1
2002ZZ
SUB-DRAINAGE
APEA.lSQ <*-'•')
647.5
192.7
26.2
29.8
33M.5
NORMALIZED FLOWS(CMs)
JAN
1.7b
0.42
0.062
0.071
0.91
FE6
1.93
0.54
0.076
0.065
1.16
MAR APR
2.49 5.10
1.22 1.30
0.212 0.173
0.238 0.1 9P
2.36 2.80
MAY
3.96
1.59
0.249
0.261
3.40
JU'J
4.53
1.56
0.187
0.215
3.68
JJL
5.95
1.50
0.229
0.261
3.40
AuG SEP
1.81 1.39
0.51 U.65
0.059 0.076
U.063 0.038
1.42 1.81
OCT
2.29
0.74
0.108
0.122
1.70
NOV
O.dti
0.40
0.046
0.057
0.99
DEC
0.85
0.40
0.065
0.071
0.88
VEAN
2.75
0.90
0.129
0.145
2.05
SUMMARY
TOTAL
SUM OF
DRAINAGE
AREA OF LAKE =
SUB-DRAINAGE AREAS =
637.1
637.1
TOTAL FLOW IN =
TOTAL FLOW OUT =
3d.
32.
62
93
MEAN MONTHLY FLOWS AND OAILY FLOwS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY
FLO* DAY
FLOW DAY
FLOW
2002A1
2002A2
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
74
74
74
75
75
75
75
75
75
75
75
75
74
74
74
75
75
75
75
75
75
75
75
75
0.340
4.134
1.470
2.410
3.483
2.376
6.966
1.068
6.796
11.355
0.105
0.122
1.841
1.699
0.340
0.481
1.133
0.906
2.09S
0.934
4.248
0.850
0.221
0.396
13
9
13
12
9
9
13
2
16
11
4
23
13
9
13
12
9
9
13
2
16
11
4
23
0.538
0.368
1.189
2.605
7.646
3.115
12.459
1.501
13.139
13.366
0.105
0.002
56.634
0.368
0.198
0.708
0.425
0.311
1.133
0.283
0.227
0.127
0.051
0.028
16
25
0.963 29
0.221
0.793
16
12
0.255 29
0.127 25
0.283
0.014
-------
TRIBUTARY FLO* INFORMATION FOR
05/03/76
LAKE CODE 2002 COUNCIL G-JOVE
MEAN MONTHLY FLOwS A\O JAlLY
TKlauTA.^Y '••ONT-1 YE4~ MEAN v
iiOC^Cl
2002E1
10
11
1?
1
2
3
a
S
6
7
8
9
10
11
12
1
2
3
it
5
6
7
8
9
10
11
12
1
?
3
4
5
6
7
8
9
7
-------
APPENDIX D
PHYSICAL and CHEMICAL DATA
-------
STORET RETRIEVAL DATE 76/05/03
300301
38 41 00.0 096 30 00.0 4
COUNCIL GROVE
20127 KANSAS
100491
11EPALES 2111202
0042 FEET DEPTH CLASS 00
DATE
rQfjM
r ™ \j™
TO
74/04/11
74/06/25
74/10/02
TIME DEPTH
OF
DAY
16
16
16
16
09
09
09
09
09
09
09
10
10
10
10
FEET
10 0000
10 0005
10 0015
10 0037
30 0000
30 0005
30 0015
30 0025
30 0030
30 0035
30 0040
55 0000
55 0005
55 0015
S5 0030
00010
WATER
TEMP
CENT
10.6
10.6
10.6
10.6
23.7
23.5
23.5
23.5
23.4
23.2
22.7
15.9
15.9
15.8
15.8
00300
DO
MG/L
10.0
10.0
10.0
6.6
6.4
6.4
6.0
5.6
5.6
4.6
8.0
8.2
8.2
8.4
00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
15 257
257
259
257
12 287
290
290
290
289
287
282
18 282
283
282
282
00400
PH
su
8.20
8.20
8.20
8.20
7.90
7.80
8.20
7.90
8.10
8.10
8.00
8.30
8.20
8.20
8.20
00410
T ALK
CAC03
MG/L
153
152
154
154
155
156
157
156
00610 00625
NH3-N TOT KJEL
TOTAL N
MG/L
0.070
0.090
0.090
0.090
0.020K
0.040
0.030
0.020K
MG/L
0.900
0.600
0.600
0.600
0.300
0.200
0.200
0.200
00630
N02&N03
N-TOTAL
MG/L
1.130
1.090
1.160
1.040
0.550
0.580
0.580
0.580
00o71
PriOS-DIS
ORTrlO
MG/L P
0.030
0.030
0.030
0.031
0.015
0.026
0.026
0.023
00665 32217
DATE TIME DEPTH PHOS-TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
74/04/11 16 10 0000 0.073 11.6
16 10 0005 0.101
16 10 0015 0.101
16 10 0037 0.086
74/06/25 09 30 0000 1.6
74/10/02 10 55 0000 0.035 8.6
10 55 0003
10 55 0005 0.027
10 55 0015 0.030
10 55 0030 0.030
00031
INCOT LT
REMNING
PERCENT
1.0
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/05/03
200202
38 <»1 40.0 096 31 30.0 4
COUNCIL GROVE
20127 KANSAS
11EPALES 2111202
0010 FEET DEPTH CLASS 00
DATE
FROM
TO
7^/04/11
74/06/25
74/10/02
DATE
FROM
TO
74/04/H
74/06/25
74/10/02
TIME
OF
DAY
15
15
15
10
10
10
11
11
40
40
40
10
10
10
25
25
TIME
OF
DAY
15
15
10
11
11
11
40
40
10
?5
25
25
DEPTH
FEET
0000
0002
0006
0000
0005
0010
0000
0003
DEPTH
FEET
0000
0006
0000
0000
0002
0003
00010
rfATER
TEMP
CENT
11.3
11.8
11.7
24.6
24.4
24.3
15.0
15.0
00665
PHOS-TOT
MG/L P
0.133
0.212
0.039
0.037
00300
DO
MG/L
9.
9.
7.
7.
7.
8.
9.
32217
6
8
0
0
0
8
0
CHLRPHYL
A
UG/L
13.
3.
20.
9
1
0
00077 00094 00400 00410 OOblO 00625 00630 00671
TRANSP CNDUCTVY PH T ALK NH3-N TOT KJEL N02«,N03 PHOS-DIS
SECCHI FIELD CAC03 TOTAL N N-TOTAL ORTrlO
INCHES MICROMHO SU MG/L MG/L MG/L MG/L MG/L f>
10
11
12
00031
INCDT LT
REMNING
PERCENT
1.0
277 8.20
277
278 8.15
300 8.10
300 8.30
300 8.00
277 8.40
278 8.40
170 0.080 1.100 1.010 0.038
168 0.080 0.800 0.960 0.038
155 0.030 0.200 0.530 0.020
155 0.020K 0.300 0.530 0.022
K VALUE KNOWN TO i£
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/05/03
200203
38 42 30.0 096 30 15.0 4
COUNCIL GROVE
20127 KANSAS
1004,91
11EPALES 2111202
00?0 FEET DEPTH CLASS 00
DATE
FROM
TO
74/04/11
74/06/25
74/10/02
DATE
FROM
TO
74/04/11
74/06/25
74/10/02
TIME
OF
DAY
15
15
15
10
10
10
11
11
11
55
55
55
30
30
30
40
40
40
TIME
OF
DAY
15
15
15
10
11
11
11
11
55
55
55
30
40
40
40
40
DEPTH
FEET
0000
0005
0015
0000
0005
0015
0000
0005
0010
DEPTH
FEET
0000
0005
0015
0000
0000
0003
0005
0010
00010
WATER
TEMP
CENT
10.8
10.8
10.8
23.8
23.5
23.1
15.7
15.7
15.7
00665
PHOS-TOT
MG/L P
0.074
0.084
0.081
0.065
0.038
0.033
00300
DO
MG/L
10.
1C.
7.
6.
5.
8.
8.
8.
32217
00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
0
0
0
4
2
6
6
6
CHLRPHYL
A
UG/L
12.
1.
15.
7
5
1
20
11
18
00031
INCDT LT
REMNING
PERCENT
1.0
261
260
260
293
292
290
281
282
282
00400 00410 00610 00625 00630 00671
PH T ALK NH3-N TOT KJEL N02iN03 PHOS-jIS
CAC03 TOTAL N N-TOTAL ORTriQ
SU
8.
8.
8.
8.
7.
8.
e.
8.
8.
20
20
25
30
90
10
30
20
20
MG/L MG/L MG/L MG/L MG/L ?
152 0.080 0.600 1.160 0.031
150 0.090 0.500 1.150 0.031
153 0.080 0.700 1.150 0.031
156 0.030 0.300 0.550 0.021
155 0.030 0.200 0.560 0.024
159 0.020K 0.200 0.530 0.025
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
APPENDIX E
TRIBUTARY AND WASTEWATER
TREATMENT PLANT DATA
-------
STORE7 RETRIEVAL DATE 76/05/04
DATE TIME DEPTH N02&N03
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
11 32
14 30
15 52
12 15
13 20
12 20
12 40
18 20
12 00
11 00
11 20
10 35
11 00
15 15
2002A1
38 <,! 00.0 096 30 00.0 4
NEOSMO RIVER
20 MORRIS co nwr MP
O/COUNCIL GROVE RES 100491
SEC KL> BRDG AT 6AS£ OF COUNCIL GROVE DAM
HEP ALES 21112-04
0000 FEET DEPTH CLASS 00
10630
I&N03
OTAL
IG/L
0.730
0.540
0.576
0.576
0.464
0.328
0.270
0.375
0.420
0.640
0.650
0.590
0.630
0.470
0.045
00625
TOT KJEL
N
MG/L
1.600
3.400
2.000
1.300
1.400
0.700
1.500
1.550
0.950
0.600
0.650
1.150
0.850
0.900
1.300
00610
NH3-N
TOTAL
MG/L
0.520
0.060
0.035
0.072
0.064
0.040
0.040
0.070
0.180
0.040
0.030
0.085
0.010
0.030
00671
PHOS-DIS
ORTHQ
MG/L P
0.055
0.050
0.060
0.072
0.048
0.016
0.010
0.032
0.030
0.035
0.035
0.070
0.060
0.065
0.045
00665
PhOS-TOT
MG/L P
0.170
0.090
0.090
0.075
0.090
0.050
0.050
0.121
0.110
0.040
0.110
0.150
0.150
0.170
0.170
-------
STORE! RETRIEVAL OATE 76/05/04
DATE TIME DEPTH N02&N03
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/13/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
09 54
09 15
14 25
10 55
11 45
10 35
10 45
16 SO
10 10
09 45
10 10
09 15
09 50
14 10
14 45
2002A2
38 45 00.0 096 39 00.0 4
NEOSHO RIVER
20 MORRIS co mr MP
T/COU.NCIL GROVE RES 100492
StC RO 619 BRDG 1.1 MI SE OF PARKERVILLE
11EPALES 2111204
0000 FEET DEPTH CLASS 00
10630
'«.N03
OTAL
IG/L
2.900
1.200
1.240
1.480
1.600
2.000
1.500
0.890
0.900
0.460
1.950
0.440
0.315
0.190
0.185
00625
TOT KJEL
N
MG/L
5.600
2.900
1.300
5.600
1.700
1.200
4.700
1.150
0.800
6.990
1.450
1.150
0.900
0.900
0.700
00610
NH3-N
TOTAL
MG/L
0.210
0.160
0.025
0.232
0.308
0.172
1.800
0.030
0.045
3.300
0.105
0.040
0.025
0.025
0.025
00671
PHOS-DIS
ORTMO
MG/L P
0.115
0.325
0.075
0.240
0.144
0.104
0.500
0.100
0.090
0.375
0.105
0.090
0.100
0.05S
00665
PHOS-TOT
MG/L P
1.000
0.420
0.100
0.540
0.310
0.150
0.837
0.170
0.140
0.520
0.180
0.150
0.190
0.120
-------
STORET RETRIEVAL DATE 76/05/04
200861
38 45 10.C 096 35 <*0.0 4
LANDS CREEK
20 MORRIS CO HWY MP
T/COUNCIL GROVE RtS 100492
SEC RD SRDG 1.8 MI N* OF KELSO
11EPALES 2111204
0000 FEET DEPTH CLASS 00
DATE
FROM
TO
7<./10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
TIME 1
OF
DAY 1
10 11
10 55
14 40
11 15
11 55
10 55
11 05
17 06
10 25
10 00
10 25
09 30
10 00
14 20
15 00
FEET
00630
N02&N03
N-TOTAL
MG/L
1.040
1.920
1.400
2.000
2.300
1.355
0.980
1.000
1.100
0.860
2.300
0.980
0.950
0.340
0.440
00625
TOT KJEL
N
MG/L
2.900
3.200
1.200
3.500
0.800
1.350
1.400
1.200
0.700
1.000
1.050
0.550
0.500
0.800
0.700
03610
NH3-N
TOTAL
MG/L
0.500
0.055
0.020
0.128
0.072
0.040
0.055
0.030
0.025
0.075
0.020
0.015
0.030
0.010
0.015
00671
PHOS-OIS
ORTHO
MG/L P
0.130
0.110
0.030
0.096
0.080
0.032
0.053
0.040
0.020
0.045
0.080
0.040
0.065
0.070
0.065
00665
PHOS-TOT
MG/L P
0.640
0.130
0.040
0.230
0.150
0.045
0.100
0.080
0.060
0.140
0.160
0.110
0.100
0.120
0.090
-------
STORET RETRIEVAL BATE 76/05/04
2002C1
38 45 10.0 096 31 00.0 4
SHORT CREEK
20 MORRIS CO ri*Y MP
T/COUNCIL GROVE RES 100492
SEC Rt> B^DG 7 MI N OF COUNCIL GROVE
11EPALES 21112C4
0000 FEET OEPTh CLASS 00
DATE
FROM
TO
74/10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
00630 00625
TIME DEPTH N02fcN03 TOT KJEL
OF N-TOTAL N
DAY TEET
10
13
15
11
12
11
11
17
11
10
10
10
10
14
15
51
00
15
45
26
45
40
50
15
30
50
00
50
55
32
MG/L
3
1
0
2
1
0
1
0
0
0
1
0
0
0
0
.680
.360
.960
.000
.800
.715
.400
.575
.610
.650
.720
.910
.400
.125
.175
MG/L
2.
3.
1.
4.
0.
0.
1.
1.
0.
0.
0.
0.
0.
0.
0.
700
700
400
800
600
250
250
200
600
550
550
800
600
400
700
00610 00671 00665
NH3-N PHOS-OIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
290
050
020
064
048
024
035
030
035
090
025
020
015
025
025
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
C.
0.
0.
P
175
075
030
060
048
016
020
030
020
045
060
050
040
050
010
MG/L P
0.550
0.110
0.040
0.220
0.100
0.160
0.050
0.050
0.060
0.130
0.120
0.060
0.075
0.110
0.060
-------
STORE! RETRIEVAL DATE 76/05/04
200201
38 46 20.0 096 27 00.0 4
MIDDLE CREEK
20 MORRIS CO HWY MP
T/COUNCIu GROVE RES 100492
SEC RD XING 2.5 MI £ JCT KS MrfY 55/177
11EPALES 2111204
0000 FEET DEPTH CLASS 00
DATE
FROM
TO
74/10/13
74/11/09
74/12/13
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
00630 00625
TIME DEPTH N02^N03 TOT KJEL
OF N-TOTAL N
DAY FEET
11
14
15
12
11
13
11
10
11
10
10
15
05
10
30
00
55
05
35
45
05
15
40
05
MG/L
1
2
2
2
1
1
1
1
1
3
2
1
0
0
.240
.240
.000
.500
.585
.880
.570
.350
.400
.100
.900
.800
.460
.945
MG/L
4.
2.
0.
0.
0.
1.
0.
0.
1.
0.
0.
1.
0.
0.
000
500
700
900
400
550
975
825
250
550
600
150
450
500
00610 00671 00665
NH3-N PrtOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
590
050
010
032
024
040
030
030
120
015
040
040
030
025
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
660
140
055
064
048
065
045
020
145
080
055
050
050
040
MG/L P
1.350
0.170
0.070
0.120
0.060
0.090
0.050
0.045
0.260
0.120
0.080
0.110
0.100
0,070
-------
STORE! RETRIEVAL DATE 76/05/04
DATE TIME DEPTH N02S.N03
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/13/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
10
11
15
11
12
11
11
17
11
10
10
09
10
14
15
32
10
00
30
10
10
20
30
00
15
40
50
00
35
10
2002E1
38 43 00.0 096 35 40.0 4
GILMORE CREEK
20 MORHIS CO rtWY MP
T/COUNCIL GROVE SES 100491
SEC RD XING 2 MI S» OF KtLSO
11EPALES 2111204
0000 FEET DEPTH CLASS 00
0630
'S.N03
OTAL
IG/L
5.920
2.080
1.760
2.160
1.800
1.465
1.570
1.150
1.000
0.990
0.910
0.820
1.300
0.870
3.000
00625
TOT KJEL
N
MG/L
2.800
4.000
1.300
2.300
0.300
0.900
1.700
1.050
0.150
0.850
0.250
0.600
1.950
0.750
0.900
00610
NH3-N
TOTAL
MG/L
0.340
0.050
0.015
0.024
0.032
0.024
0.040
0.030
0.030
0.03C
0.005
0.015
0.055
0.020
0.032
00671
PHOS-DIS
ORTHO
MG/L P
0.100
0.040
0.015
0.008
0.020
0.008
0.010
0.025
0.020
0.030
0.025
0.030
0.025K
0.030
0.015
00665
PHOS-TOT
MG/L P
0.270
0.040
0.015
0.040
0.040
0.020
0.030
0.030
0.020
0.060
0.060
0.060
0.070
0.110
K VALUE NNOWN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL 3ATE 76/05/04
DATE TIME DEPTH
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
09 ?7
09 30
14 00
09 55
11 20
10 10
10 20
15 35
09 50
09 25
09 50
08 45
09 30
13 50
14 25
2002F1
38 44 00.0 096 40 30.0 4
HAUN C«EEr^
20 MORRIS CO ttWY MP
T/COUNC1L GROVE RES 100491
SEC RO XING 2.5 MI 5S* OF PARKERVILLE.
11EPALES 211120*
0000 FEET DEPTH CLASS 00
10630
!fcN03
•OTAL
IG/L
2.760
1.480
1.560
2.080
1.950
1.24S
1.570
0.390
0.670
0.610
1.600
0.500
0.360
0.010
0.022
00625
TOT KJEL
N
MG/L
4.400
3.000
1.300
3.500
0.500
0.300
1.000
1.600
0.650
0.600
0.550
0.850
0.750
1.100
0.900
00610
NH3-N
TOTAL
MG/L
0.085
0.040
0.020
0.120
0.160
0.024
0.050
0.045
0.030
0.060
0.020
0.015
0.025
0.020
0.020
00671
PHOS-OIS
ORTHO
MG/L P
0.100
0.045
0.015
0.040
0.032
0.008
0.005
0.009
0.005
0.025
0.025
0.010
0.010
0.015
0.010
00665
PHOS-TOT
MG/L f3
0.290
0.050
0.030
0.210
0.100
0.040
0.060
0.020
0.030
0.070
0.070
0.060
0.060
0.100
0.100
-------
STORE! RETRIEVAL DATE 76/05/04
2002bl
38 45 10.0 096 43 00.0 4
W FOfM NEOSriO RIVE*
20 MORRIS CO DWY HP
T/COUNCIL GROVE KES 100492
SEC RO AiNti 3 MI W OF
11EPALES 2111204
0000 FEET DEPTH CLASS 00
DATE
FROM
TO
74/10/13
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
09
14
09
11
09
10
15
09
09
09
09
09
13
14
15
40
40
10
55
05
10
20
10
40
00
30
40
20
MG/L
2
0
1
1
1
1
0
0
0
1
0
0
0
0
.320
.780
.560
.880
.860
.450
.670
.760
.870
.900
.690
.360
.230
.630
MG/L
4.
1.
4.
2.
1.
1.
0.
0.
1.
0.
0.
0.
0.
0.
600
600
200
700
200
000
900
650
200
700
800
550
800
800
00610 00671 0066S
NH3-N PhOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
075
020
072
096
044
065
085
040
105
030
025
020
045
030
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
210
015
072
064
024
060
022
015
055
070
025
020
040
020
MG/L P
0.900
0.030
0.300
0.260
0.040
0.120
0.040
0.060
0.110
0.140
0.030
0.050
0.080
0.050
-------
STORE! RETRIEVAL DATE 76/05/04
DATE TIME DEPTH N02&N03
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
09 00
08 20
13 00
09 15
11 00
09 45
09 55
15 00
08 55
09 00
09 30
08 30
09 10
13 30
13 32
2002U2
38 42 30.0 096 44 30.0 4
w FCWK NEOSriO RIVER
20 MORRIS CO HWY MP
I/COUNCIL GROVE RES 100491
KS NWY 1<»9 3RDG 5.6 MI S OF WHITE CITY
11EPALES 2111204
0000 FEET DEPTH CLASS 00
i0630
I&N03
OTAL
IG/L
1.68C
1.000
0.960
1.520
1.800
2.220
1.100
0.750
O.SOO
0.700
1.650
0.420
0.195
0.200
0.270
00625
TOT KJEL
N
HG/L
3.600
4.200
1.300
4.400
2.100
1.500
2.300
1.30C
0.550
1.050
1.000
0.850
0.700
1.000
1.000
00610
NH3-N
TOTAL
MG/L
0.070
0.060
0.020
0.160
0.064
0.320
0.065
0.055
0.025
0.070
0.070
0.030
0.050
0.050
0.030
00671
PHOS-DIS
ORTHO
MG/L P
0.210
0.080
0.035
0.080
0.072
0.032
0.055
0.030
0.020
0.040
0.070
0.070
0.050
0.170
0.045
00665
PHOS-TOT
MG/L P
0.500
0.120
0.070
0.260
0.300
0.130
0.170
0.060
0.060
0.120
0.160
0.080
0.080
0.240
0.150
-------
STORET RETRIEVAL DATE: 76/05/04
DATE TIME DEPTH N02«.N03
FROM OF
TO DAY FEET
74/10/13
74/11/09
74/12/13
75/01/12
75/02/09
75/03/09
75/04/13
75/05/02
75/05/16
75/05/29
75/06/16
75/07/11
75/07/25
75/08/04
75/09/23
09 45
10 35
14 15
10 45
11 30
10 25
10 25
10 00
09 35
10 00
08 37
09 37
14 09
14 35
2002^1
38 46 00.0 096 40 30.0 4
PARKERS CKEEK
20 MOKRIS CO I-IWY MP
T/COUNCIL GROVE HES 100492
SEC *D XING .6 Ml WN* OF P Ar?K£RV ILLE
11EPALES 2111204
0000 FEET DEPTH CLASS 00
0630
:«.N03
OTAL
IG/L
0.104
1.400
0.940
1.520
1.570
1.150
1.350
0.890
0.780
0.700
1.150
0.450
0.260
0.040
0.0^0
00625
TOT KJEL
N
MG/L
1.600
3.300
1.200
2.900
0.500
0.900
1.050
1.200
0.600
0.300
0.675
1.000
0.700
0.500
0.700
00610
NH3-N
TOTAL
MG/L
0.035
0.050
0.020
0.032
0.024
0.044
0.045
0.045
0.030
0.045
0.020
0.035
0.025
0.030
0.015
00671
PHOS-DIS
ORTHO
MG/L P
0.045
0.045
0.020
0.024
0.024
0.008
0.010
0.016
0.010
0.005
0.015
0.105
0.025
0.035
0.020
00665
PHOS-TOT
MG/L P
0.095
0.045
0.030
0.070
0.060
0.02C
0.030
0.033
0.040
0.060
0.055
0.165
0.060
0.070
0.040
-------
5TORET RETRIEVAL DATE 76/05/0'*
2002AA TF2002AA P000517
38 45 30.0 096 43 15.0 4
fcHITE CITY
20 MORRIS COUNTY
T/COUNCIL GROVE RES. 100492
ORY CREEK TO NEOSHO RIVER
11EPALES 21412C4
0000 FEET DEPTH CLASS 00
OATE
FROM
TO
75/01/06
75/02/07
75/03/03
75/04/04
75/05/09
75/06/06
75/07/02
75/08/01
75/09/10
75/10/03
75/11/05
75/12/03
76/01/02
TIME DEPTH
or
DAY FEET
10 15
09 45
10 00
14 00
10 00
09 45
13 30
10 00
13 20
10 10
10 00
10 00
00630
N02&N03
N-TOTAL
MG/L
0.060
0.240
0.122
o.oeo
11.600
5.600
12.000
0.425
18.000
19.800
17.600
0.050
0.100
00625
TOT KJEL
N
MG/L
42.000
33.000
34.000
28.000
5.200
4.400
4.400
47.000
4.900
3.800
3.700
39.000
49.000
00610
NH3-N
TOTAL
MG/L
23.000
15.600
7.830
0.160
0.130
0.150
0.034
0.050
0.025K
0.065
19.000
2,?. 000
00671
PHOS-DIS
ORTHO
MG/L P .
4.100
6.000
1.720
0.130
5.200
7.000
7.100
4.700
6.400
8.200
8.000
8.750
1.400
00665
PHOS-TOT
MG/L P
11.000
9.900
10.500
8.300
5.200
7.300
7.100
13.000
6.700
8.200
8.100
9.500
12.000
50051 50053
FLOW CONDUIT
RATE FLOW-MGD
INST MGD MONTHLY
K VALUE KNOWN TO BE
LESS THAN INDICATED
------- |